Abstract
A summary of dynamic measurements are presented that illustrate relations between linear seismic demand and true nonlinear response of unreinforced masonry buildings with flexible diaphragms and rocking piers subjected to a series of simulated earthquake motions.
Original language | English (US) |
---|---|
Pages (from-to) | 257-273 |
Number of pages | 17 |
Journal | Journal of Earthquake Engineering |
Volume | 1 |
Issue number | 1 |
DOIs | |
State | Published - 1997 |
Keywords
- Acceleration
- Amplification
- Brick
- Clay-unit masonry
- Diaphragm
- Displacement
- Dynamics
- Elastic
- Evaluation
- Inertia
- Lateral forces
- Nonlinear
- Rehabilitation
- Response seismic
- Spectra
- Stiffness
- Strength
- Unreinforced
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Geotechnical Engineering and Engineering Geology